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Testing Report for 2021-06-28-2-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 040J7104
EFIS: 0414000029
Project ID: 214562
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-1.8/4.4
Work Description: RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location Description: SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Fernando Dos Santos
Structure Rep.: Mohan Ayadurai

Sample Information

DIME Sample ID: 2021-06-28-2
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Acceptance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 6/28/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/16/2021
The quantity of what the sample constitutes: 33
A brief description of the sample: 1.5"x12"x16" and 1.5"x12"x12"
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 19236-1
Material/Compound/Elastomer ID: 19236
Samples Representing: 33 pads
Description (size): 1.5"x12"x16" and 1.5"x12"x12"
Comments:
Description (Number of Shims): 3
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: 19236-1

Test Information

DIME Test ID: 2021-06-28-2-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Date Tested: 7/16/2021
Verified Date: 7/19/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.086
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2748.1 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.085
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2656.45 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.082
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2634.33 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2656.5 lbf/in^2